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When are you going to upload continuation part

Hello Is there any openstaad module which extracts steel utilization ratio for all the parameters and can also extract governing load case of that utilization ratio.?

Sir please make a video on how to read staad output for steel sections in detail. Thanks

Surojit, why is RAM connection so limited? Why don't we have simple bracing connections for example?

Very helpful video Sir. How could I contact you?

You are excellent... please make me learn the macro Excel program

Excellent series of videos. I have learnt so much on how to implement Openstaad into my spreadsheets using VBA as the OpenSTAAD documentation is sometimes confusing. When I try to get to the user gallery from the link in the notes I get a "The page you are looking for could not be found." error. Hopefully this will be resolved soon as I would love to have a look at your implementation of a Sequential Silent Analysis spreadsheet. Keep up the excellent work.

Thanks for explaining automation, I got some ideas by watching this video!!!

Hello Sir, Can u provide from where can we get Staad Pro V22 update 8 Crack ?

Hi sir, does purlin need to release axial? because it acts as beam, so mainly bending stress

do share excel sheet. In bentley communities it was removed

Can you please this much details model provided using IS code with all check.?

Thank you sir..keep posting such a very informative lessons.😊

Thank you for sharing sir. Much appreciated 😊👍

Is it possible to design the connection for some percentage (say 60%) of the shear strength of the section?

Sir please continue the series.

Great Quality and to-the-point content. Adressing all queries that can come in one's mind.

Thank you for the valuable information. Would you please help me with adding a (designable) cold formed section that's not similar to the database. Some of my cold formed sections are imported from China and have a weird channel-like shape. What would be the correct method to add such sections?

Kindly make a video on types of bracing and their suitability based on the requirements.

Would you be willing to share this Excel design sheet..?? It'll be highly appreciated By the way nice content. Helps me a lot as a structure designer. Love from Pakistan

Thank you for the information. How would you deal with wind loads on a tilted roof (reverse tilt) using this method you showed based on the codes?

Sorry out of topic, can you explain how to add wave load in Staadpro ?

very informative..thanks a lot

Please suggest me

Hello sir how are you... how and where can i learn advance level staad pro. And open staad , with VBA FOR steel optimization

Share tool for load application in intz tank. Already downloiaded intz tank modeling tool

Great video and awareness on such an important parameter...Thank you.

User Tool Gallery page " not working. Pl solve the Problem

Sir..the user tool galary page is not working. In your previous videos you shared some links of open staad function, but the page can not be found. Can you please tell How to find those user tools from community page?

"User Tool Gallery page " not working

Hi Surojit, thanks for the video, is possible to prepare a serie of video for foundation design for dynamic loads (for reciprocating compressor, turbine, etc)

Beautiful working

please provide the excel sheet thanks

Can u upload the sheet excel its expired

Sir, may i get your contact number... Im from a civil consultant company.... Need ur touch

Eigen solution gives value of time period for each mode ,which mode's time period should be consider for analysis and design?

Dear is there any option to provide stiffener on both side Moment extended End Plate connection ( if yes kindly tell me )

The download link is expired. Can you share the tool link again please? Thank you.

Sir, for the bracing members I am using equal angle section but everytime the members fail because of slenderness. Can you please tell how to tackle this situation?

If the structure consist of both RC walls and brick walls then which time period formula should be used??

If the infill walls are present in architecture drawing, but in staad pro , diagonal struts are not modelled, then which formula should be used for estimating time period? As per IS 1893 part 1) , (a), (b) or (c) ??

How did you create the excel sheet? could you pl make a tutorial on the same?

Can RAM CONNECTION STAND-ALONE design base-plate (gusseted column base with stiffener) ? Can it design anchor bolts as per indian code ? Is it checks all clauses of IS 800: 700 ?

Make video on dynamic seismic analysis/non-linear time history analysis along with theoretical concepts.

please continue the series. been stuck on how to apply wind load. the cable/bracing somehow disrupts the distribution of wind load to the structure and I dont know how to fix it.

Good work sir thank you for your videos.... Am working on my final year project on PEB so can you Suggest me a topic to do project on PEB Thank you❤

please continue

Hi Mr Ghosh, do you know how to model a fly brace which connects a main frame column to girt within the same node? Thanks sir

Hi! Do you have any reference to calculate warping constant for built-up steel section? For example, H-shape + Tee shape. The warping constant is based on the property of the generated general section and is not based on the actual shape of the built-up section.

Hello surojit, Can you explain the bending moment and shear force match with staad results.. it will be great helpful to all. Tnqq